HomeMy WebLinkAboutCompaction testHeadquarters
11345 U.S. HighR 1
Sebastian, FL.32958
Orlando
723 Progre Way
Sanford, FLW32771
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CONTRACTOR:
JOB LOCATIO :
P.O1R.
�•i►.�
PAN 0 P OR 78-1377Mailing
N �,: E I N Sebastian, FL. 32978
Al • Phone: 772-589-0712
SOIL COMPACTION REPO C.A.# 5693
ASTM D 1557 and ASTM D 6938
July 7, 2020 •
A & G Concrete Pools
2927 Sherwood Lane
Fort Pierce,orida
2004103-Denico
ITEM TESTED . PAI Backfill Compaction
•KSMen ineering.net
IRK J :20307- /SR/j'
PERMIT #: 2005-0044
NUC # • 528
Nuc Model: • MC -IDR -P •
Nuc Serial #: •MD04952810
*TEST LOCATION* • • • PEN
� OF SAMPLE READ •
ODRYS
DENSITY
� MAX. DRY* OPERCENT�
40 PROCTOR VALUE�COMPACTION 4W
1 South — 0'-1'
37 •
105.9
� 0108.6 •
97.5% •
2 1'-2'
38
Brown Sand
Q95.0% +Ab
095.0%
3 • 2'-3'
39
1
095.0%
40 3'-4'
39
14095.0%
+
5 East 0'-1'
38
106.3
108.6
97.9%
6 _ 1'-26
39
"
95.0%+
7 • 2'-3'
40
-
95.0%+
8 3'-4'
9North 0'-1'
10
1'-2'
11
2'-3'
12
3=
•
Soil Description:
095.0%
Brown Sand
Q95.0% +Ab
In Place Moisture:
-Vow
10.6%
Proctor ptimum 0 ure:
12.0 /c
Procta W. j9D j.C.F.
108.6
@ Test Locations the Density go
Penetrometer reading indicate the
Degree of Compaction Meetsm
Minimum Requirement
1%S61/1111#
f9AI rdplemI�t�{$WiII
40 - 1195.0%+
37 105.1 61P6 •
96.8%
39
•95.0%
•
40
095.0%
Q95.0% +Ab
0
-Vow
W110.0 , I •1• 1 •I 10
I••' ••• •• • A0•
40H40 I I I 4111 Ir
T D 10 I •I �� I
R108.0
I I I
•P Y� ��•I I• I••I I,
•C 107.0—..—.�—.—.I.•..—I....—I..—. �..—.._
I I •I• I •I •
F • • • •I• I • •I I•
106.0 �.._. i—..—.�—..—i.—..—i.._.. �..—.._
�41010I09I ••Ik•
105.0..—.—..—.;
--- .—;.—..—;..�..—..n
9$410 11 401 ._.
240 13 14 0150
"ryll l
Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM
completed the indicated passed compaction test.
41KSM is not responsible if the poolbackfill has been
� q� �N�,•`��*altered f�m the n.
• PE #k'68'366 • �� • 74/0812 020
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